Bridge-Wreckers, [352], [355]. It is worth noting that the King of the Belgians in the present Great War has used a cyclist corps of bridge-wreckers, whose work is described in the Daily Mail, December 14, 1914, page 4. “The cyclists led the way. The explosives followed in a car. The charge was fixed to the girders under the bridges, an electric wire affixed, you touched a button and the near span of the bridge was in a moment no more than a gap. Their greatest achievement ... was a railway bridge between Courtrai and Audenarde. It needed two charges.” The cyclists regarded their work as “fun,” because no bridge was at all difficult to destroy.

Centres or Centring, the curved scaffolding upon which arches are built. The voussoirs rest on the centres while the ring is in process of being constructed. When the centres are not rigid enough, arches sink a good deal while the masons are at work and after the scaffolding is carefully struck. In Perronet’s bridge at Neuilly-sur-Seine, for example, the sinking amounted to twenty-three inches, [338]; thirteen inches while the centre was in its place, and ten inches after the centre was removed. On the other hand, when the centres of Waterloo Bridge were taken down, no arch sank more than 1½ inches. There is reason to believe that modern centres are more complicated than were the mediæval. See page [264] and page [286].

Cutwaters, [262], [316]. The French words for cutwaters, avant-bec and arrière-bec, would be very useful to us if we translated them as “forebeak” and “aftbeak.” British pontists need a good many technical terms.

Devil’s Bridges, [66,] [67], [70,] [170], [184], [296]. Many other bridges have been attributed to the devil. In plate 58 of the treatise by Hann and Hosking, you will find the Devil’s Bridge over the Serchio near Lucca; there is also a very interesting account of it, p. cxxxv. It is a gabled bridge with one big arch and four smaller ones. The span of the big arch is 120 feet, and its height above low-water level is more than 60 feet. The roadway is very narrow, being only 9 feet wide, and it turns abruptly at the wings, as if to close the entrances against wheeled traffic. The quoins of the smaller arches and all the voussoirs of the wide arch are of dressed stone. Every other part of the bridge is rubble masonry bound together with most excellent mortar. The courses of stone in the wide arch vary from 8 inches to 21 inches deep, but only a few have the latter depth. Yet this slight bridge, which is nothing more than a broad arcaded wall, has withstood many centuries of floods. On October 2nd, 1836, for example, a head of water more than 30 feet deep swept roaring through the five round arches and against the four piers at the rate of 8 miles an hour; yet no harm was done. If this bridge was built about the year 1000 A.D., as Hann and Hosking say, it is somewhat older than the controversial date of Albi Bridge.

Girders, there are three types or classes of bridge: the girder, the arched, and the suspended. Girders may be of various materials; wrought iron, cast iron, and wood are chiefly used. Professor Fleeming Jenkin describes with apt brevity the essential difference between the three classes of bridge. “In all forms of the suspension bridge the supporting structure is extended by the stress due to the load; in all forms of the arch the supporting structure (i.e. the ring of voussoirs) is compressed by the stress due to the load; and in all forms of the beam or girder the material is partly extended and partly compressed by the flexure which it undergoes as it bends under the load. Thus when a beam of wood carrying a load bends, the upper side of the beam is thereby shortened and the fibres compressed, while the lower side of the beam is lengthened and the fibres extended.” So, too, in a girder of metal. In some bridges, as in the High Level Bridge at Newcastle, the girder principle is united to bowstring arches of metal, but a true girder is less expensive and lighter, [80].